COMPARATIVE ANALYSIS OF METHODS OF MEASURING ADHESION OF REPAIR SOLUTIONS FROM DRY BUILDING MIXTURES TO CONCRETE SURFACES
DOI:
https://doi.org/10.31650/2786-6696-2023-4-41-48Keywords:
repair solutions, dry construction mixes, repair system, contact layer, adhesion.Abstract
The article provides a general assessment of the adhesion strength indicators of polymer-cement repair composites to the concrete base and determination of the degree of repeatability of test results when changing the methods of its measurement in accordance with Ukrainian and European standards.
During experimental studies, data were obtained on the adhesive strength indicators of the same cement samples of repair mortars based on dry building mixtures for the repair and restoration of concrete and reinforced concrete structures and buildings under equal conditions using different measurement methods, a distribution was obtained by the received classes of repair composites, taking into account the requirements of both standards according to the indicator of adhesive strength.
The obtained data show that according to the measurement method according to the Ukrainian standard, the vast majority of the examined samples of repair mortars based on dry construction mixtures showed similar measurement results, which indicates a high repeatability of the results of the measurement method. Also, a high percentage of adhesion loss according to the AF-S and CF-S classes and the number of structural classes among the studied composites remain among all the studied samples.
The European measurement method on the same samples and reference concrete slabs showed a significantly higher number of samples with a deviation from the average adhesion index, a lower number of samples with a loss of adhesion according to the AF-S and CF-S classes, a lower number of structural classes of repair composites and, in general, has a significantly lower repeatability of measurement results.
It has been established that some of the repair composites, which according to the requirements of the Ukrainian standard correspond to the highest structural class of the repair material РМ1 based solely on the adhesion index, can be classified only as materials of the R3 class according to the requirements of the European.
References
[1] F. Pacheco-Torgal, R.E. Melchers, A. Sáez, Eco-efficient Repair and Rehabilitation of Concrete Infrastructures. Woodhead Publishing/Elsevier Ltd., 2018.
[2] N. Delatt, Failure, Distress and Repair of Concrete Structures. Woodhead Publishing, 2009.
[3] M.G. Grantham, Concrete Repair: A Practical Guide. CRC Press, 2011.
[4] M. Król, "Naprawy i wzmocnienia konstrukcji budowlanych", Pкzegląd budowlany, no. 3, pp. 30-36, 2009.
[5] L. Czarnecki, P. Emmons, "Naprawa i ochrona konstrukcji betonowych", no. 8, pp. 44-45, 2002.
[6] D. Morgan, "Compatibility of concrete repair materials and systems", Construction and Building Materials, vol. 10, no. 1, pp. 57-67, 1996.
[7] S. Dansk, Repair of Concrete Structures to EN 1504. Elsevier Butterworth-Heinemann, 2004. p. 78-88.
[8] C. Zanotti et al., "Further evidence of interfacial adhesive bond strength enhancement through fiber reinforcement in repairs", Construction and Building Materials, vol. 160, pp. 775-785, 2018.
[9] R. Hafezzadeh et al., "Asphalt-based cold patches for repairing road potholes", Construction and Building Materials, vol. 306, pp. 70-79, 2021.
[10] H. Reza Karimi, E. Khedri, M.R.M. Aliha, H. Shaker, P. Jafari Haghighatpour, "Repair efficiency evaluation for cracked asphalt mixture pavement in different ambient temperatures using bitumen and polymer concrete as repair materials", Construction and Building Materials, vol. 369, pp. 142-149, 2023.
[11] K.E Hassan, J.J Brooks, L. Al-Alawi, "Compatibility of repair mortars with concrete in a hot-dry environment", Cement and Concrete Composites, vol. 23, iss. 1, pp. 453-458, 2010.
[12] L. Czarnecki, "Adhesion – A challenge for concrete repair", Concrete Repair, Rehabilitation and Retrofitting II – Alexander et al (eds), 2009, pp. 935-940.
[13] DSTU B V.2.7-126:2011. «Sumіshі budіvel'nі suhі modifіkovanі». Mіnregіonbud Ukraїni, 2011.
[14] EN 1504:2005. Products and systems for the protection and repair of concrete structures. EUSC, 2005.
[15] EN 1504-1:2003. Products and systems for the protection and repair of concrete structures. Definitions. Requirements. EUSC, 2003.
[16] EN 1504-4:2004. Definitions, requirements, quality control and evaluation of conformity. Structural bonding, EUSC, 2004.
[17] EN 1323:2007. Adhesives for tiles. Concrete slabs for tests, EUSC, 2007.
[18] EN 197-1:2011 Cement. Composition, specifications and conformity criteria for common cements. EUSC, 2011.
[19] EN 1542:1999. Products and systems for the protection and repair of concrete structures. Test methods. Measurement of bond strength by pull-off. EUSC, 1999.
[20] DSTU B V.2.7-282:2011. Plytky keramichni. Tekhnichni umovy. NDIBMV, 2011.
[21] S.I. Hedulian, O.A. Gara, S.V. Savchenko, "Comparative Analysis of the Use of Expansion Agents in Repair Solutions of Dry Building Mixtures for Improving Hardening Condition", Suchasne budivnytstvo ta arkhitektura, vol. 1, pp. 55-62, 2022.
[22] S.Y. Hedulian, S.V. Koval, S.V. Savchenko, "Sovmestymost kak kryteryi otbora эffektyvnыkh materyalov dlia remonta betonnыkh y zhelezobetonnыkh konstruktsyi", Visnyk ODABA, vol. 53, pp. 82-87, 2014.
Downloads
Published
Issue
Section
License
Copyright (c) 2023 MODERN CONSTRUCTION AND ARCHITECTURE

This work is licensed under a Creative Commons Attribution 4.0 International License.




